This thesis contributes to knowledge by describing two novel methods to calculate 3D blood velocity and flow within the heart using 3D colour Doppler images. The principal goal of both methods was to overcome the main limitation of Doppler systems which is that the Doppler effect only measures one component of the velocity (parallel to the beam direction). For that reason, measured velocity and calculated flow depend on the angle between the beam direction and the flow. The first method was developed to reconstruct 3D intracardiac velocity vector fields. This is the first time that such vector fields have been obtained from 3D colour Doppler images. The novelty of the proposal lies not only in the 3D velocity reconstruction, but also 1) a new noise model for colour Doppler images was proposed which improves the realism of simulation studies, 2) an efficient patch-wise implementation was introduced and 3) ventricle wall motion was used to enable full ventricular coverage. Based on simulations minimum acquisition requirements for accurate reconstruction were established. These requirements were: view angles over 20 degrees and noise below 10% of the Doppler maximum velocity. The method was tested on healthy volunteers and on paediatric patients and an accuracy of 15% compared to flow Magnetic Resonance Imaging (MRI) was obtained, when acquisition and data conditions were close to the optimum range. The second method proposes an algorithm to calculate angle-independent flow rates through surfaces within the heart and vessels. Built on the Gauss’s theorem, this method enables to increase coverage beyond the Field of View (FoV) of individual colour Doppler images by combining images acquired from multiple views. The method was validated in patients with Hypoplastic Left Heart Syndrome. Results were compared with the current clinical gold standard measurement of flow MRI, agreeing on flow values and volumes to less than 10%. The novel methods proposed in this thesis have shown encouraging results using volunteer and patient data. I hope that the methods proposed will in the future be able to offer advanced flow measurements using echo. The ability to improve the information available from echo imaging, due to its ease of use and cost effective nature, has the potential for widespread improvements in clinical care.

No / Computational Fluid Dynamics (CFD) represents a useful tool to study natural currents in the rivers and estuaries with erosive materials; therefore, it is always in the keen interest for scientists to further study and advance it, especially when numerical model has the advantages compared to actual laboratory experiment in terms of cost, time, and restrictions on conditions of the physical models and field collections. The present study deals with the hydro-morphological investigation and numerical modeling of a group of vertically stationed parallel groynes using FLOW-3D commercial software. To validate the results of the FLOW-3D simulation, it has been compared to the experiments from literature. Besides, a SSIIM 2.0 software has also been employed to compare with some of the FLOW-3D results. It was found that the accuracy of the FLOW-3D model influenced by the approach Froude number and the critical velocity ratio (Uavg/Ucr). Even though it underestimated the measured scour depth (due to complex and intense vortices, which reduce the accuracy of the numerical models), but general results from the model have reproduced the measured data well.

Due to advances in technology and sophistication of many efficient algorithms, accurate numerical results can be achieved by using highly efficient computational software for research in wave action on coastal and harbor structures. These advances have benefitted the research in the physical phenomena of internal wave generation, propagation and breaking, which are some of the important topics in oceanography. In this study, the Flow-3D CFD (Computational Fluid Dynamics) software is used to simulate internal solitary wave motion in a density stratified fluid, in which the upper and lower layers are fresh and brine water, respectively. An internal solitary wave (ISW) is produced numerically by gravitational collapse mechanism in a numerical wave flume of 0.7 x 0.5 x 12.0 m (height x width x length ). The ISW in depression is then allow to propagate and across four different bottom obstacles (long uniform slope, trapezoidal section with short platform and isosceles triangle), in order to explore its waveform evolution and flow field distribution. This study also describes the setting and operation of the Flow-3D software, its application to the internal wave experiment, as well as verification of the numerically simulated results using previous laboratory experimental data. In this study, the lifting speed for the sluice gate was vital for not only the amplitude of an ISW, but also the speed of wave propagation in the flume. The result showed that the faster the gate opening, the faster propagation speeds and larger amplitude for the ISW so generated. Conversely, a slower gate opening led to weak wave speed and small amplitude to an ISW. Upon analyzing the results, we have found that the relationship between the speed of the gate opening and the wave propagation speed are not linear. Moreover, preliminary analysis and discussion are given for the ISW propagation over an obstacle (uniform long slope, trapezoidal section with short platform, and isosceles triangle), particularly on waveform evolution, vortex motions and flow field variations. It is believed that we can gain a better and thorough understanding of the internal wave characteristics, compared to physical laboratory experiments, if the numerical tool is applied with very fine grids and detailed analysis on the numerical outputs.

Darbe analizuojami laivo pasipriešinimo nustatymo būdai, metodai. Aprašomas praktiškai atliktas karinio laivo 5415 pasipriešinimo modelinis bandymas, bei pateikiami bandymo rezultatai. Naudojantis FLOW 3D simuliacine programa modeliuojamas virtualus laivo 5414 pasipriešinimo bandymas, bei pateikiami virtualaus bandymo rezultatai. Taikant daţnai naudojamus praktikoje apytikrius vandens pasipriešinimo skaičiavimo metodus vertinamas vandens pasipriešinimas laivo 5415 judėjimui. Palyginami apytikrių skaičiavimo metodų, bei realaus ir virtualaus pasipriešinimo eksperimentų rezultatai. Padaromos išvados, kaip tikslingai parinkti optimalų laivo eigumo preliminaraus vertinimo metodą laivo projektavimo metu. / The most used ship's resistance research techniques and methods were analyzed in current work. Were described war ship 5415 practical resistance modeling test and submitted test calculations. Using automation simulation program FLOW 3D were created a virtual ship resistance test and also submitted test calculations. Using approximate water resistance calculation methods was evaluated water resistance of the vessel 5415. Were compared the result of approximate resistance calculation method's, real and virtual resistance test experiment's. Were made conclusions, how to select the most optimal ship powering preliminary assessment method on the design stage.

The intensive research on sediment transport indicates a need of an appropriate equation for predicting the total sediment load in rivers to manage reservoirs, operate dam and design in-stream hydraulic structures. None of the available equations in sediment transport has gained universal acceptance for predicting the total sediment transport rate. These facts indicate the need of a general formula to represent all these formula for predicting the sediment transport rate. The first goal of this dissertation is to find a unified total sediment transport equation for all rivers. On the other hand, scour around hydraulic structures such as spur dikes and bridge piers can be a serious problem that weakens structural stability. An investigation on the turbulent flow field and turbulence distribution around such hydraulic structures is essential to understand the mechanism of local scour and to determine which turbulence properties affect the local sediment transport. In addition, a universal turbulent model that is valid for all cases of turbulent flow in open channels does not exist. This dissertation thoroughly examined the turbulent flow field and turbulence distribution around a series of three dikes. The goal is to determine the significant turbulent properties for predicting the local sediment transport rate and to identify the appropriate turbulence model for simulating turbulent flow field around the dikes.To develop a general unified total load equation, this study evaluates 31 commonly used formulae for predicting the total sediment load. This study attributes the deviations of calculated results from different formulae to the stochastic properties of bed shear stresses and assumes that the bed shear stress satisfies the log- normal distribution. At any given bed shear stress, Monte Carlo simulation is applied to each equation, and a set of bed shear stresses are randomly generated. Total sediment load generated from each Monte Carlo realization of all the equations are assembled to represent the samples of total sediment load predicted from all the equations. The statistical properties of the resultant total sediment loads (e.g. standard deviation, mean) at each given bed shear stress are calculated. Then, a unified total sediment load equation is obtained based on the mean value from all the equations. The results showed the mean of all the equations is a power function of dimensionless bed shear stress. Reasonable agreements with measurements demonstrate that the unified equation is more accurate than any individual equation for predicting the total sediment load.An experimental study and numerical simulation of the flow field and local scour around a series of spur dikes is performed in a fixed flat bed and scoured bed condition. A micro-Acoustic Doppler Velocimeter (ADV) is used to measure the instantaneous velocity field in all the three spatial directions and the measured velocity profiles are used to calculate the turbulence properties. Results show that the local scour develops around the first dike. Turbulence intensity together with the mean velocity in the vertical direction measured at the flat bed closely correlates to the scour depth. In addition, the maximum bed shear stress, occurring at the tip of the second dike in the three-dike series, does not correspond to the maximum scour. Large bed load transport due to bed shear stress may not initiate bed scouring, but turbulence bursts (e.g. sweeps and ejections) will entrain sediment from bed surface and develop the local scour.A three-dimensional numerical model FLOW-3D is used to simulate the turbulent flow field around a series of spur dikes in flat and scoured bed. This study examines Prandtl's mixing length model, one equation model, standard two-equation model, Renormalization-Group (RNG) model, and Large Eddy Simulations (LES) turbulence model. The Prandtl's mixing length model and one equation model are not applicable to flow field around dikes. Results of mean flow field by using the standard two-equation model, and RNG turbulence model are close to the experimental data, however the simulated turbulence properties from different turbulent model deviate considerably. The calculated results from different turbulence models show that the RNG model best predicts the mean flow field for this series of spur dikes. None of the turbulence closure models can predict accurate results of turbulence properties, such as turbulence kinetic energy. Based on those results, this study recommends the use of RNG model for simulating mean flow field around dikes. Further improvements of FLOW-3D model is needed for predicting turbulence properties near this series of spur dikes under various flow conditions.

This thesis deals with mathematical modelling of water flow through the safety object. It explains the principle of mathematical modelling and its laws. There is also present-ed the mathematical models used by numerical modelling. The results of mathemati-cal model Koryčany are included in this thesis compared with hydraulic calculations and physical model.

The works aimed at the further development and validation of models for CFD codes. For this reason, the new thermal-hydraulic test facility TOPFLOW was erected and equipped with wire-mesh sensors with high spatial and time resolution. Vertical test sections with nominal diameters of DN50 and DN200 operating with air-water as well as steam-water two-phase flows provided results on the evaluation of flow patterns, on the be¬haviour of the interfacial area as well as on interfacial momentum and heat transfer. The validation of the CFD-code for complex geometries was carried out using 3D void fraction and velocity distributions obtained in an experiment with an asymmetric obstacle in the large DN200 test section. With respect to free surface flows, stratified co- and counter-current flows as well as slug flows were studied in two horizontal test channels made from acrylic glass. Post-test calculations of these experiments succeeded in predicting the slug formation process. Corresponding to the main goal of the project, the experimental data was used for the model development. For vertical flows, the emphasis was put on lateral bubble forces (e.g. lift force). Different constitutive laws were tested using a Multi Bubble Size Class Test Solver that has been developed for this purpose. Basing on the results a generalized inhomogeneous Multiple Size Group (MUSIG) Model has been proposed and implemented into the CFD code CFX (ANSYS). Validation calculations with the new code resulted in the conclusion that particularly the models for bubble coalescence and fragmentation need further optimisation. Studies of single effects, like the assessment of turbulent dissipation in a bubbly flow and the analysis of trajectories of single bubbles near the wall, supplied other important results of the project.

Ziel der Arbeiten war die Weiterentwicklung und Validierung von Modellen in CFD-Codes. Hierzu wurde am FZD die thermohydraulische Versuchsanlage TOPFLOW aufgebaut und mit räumlich und zeitlich hochauflösenden Gittersensoren ausgestattet. Vertikale Teststrecken mit Nenndurchmessern von DN50 bzw. DN200 für Luft/Wasser- sowie Dampf/Wasser-Strömungen lieferten Ergebnisse zur Entwicklung von Strömungsformen, zum Verhalten der Zwischenphasengrenzfläche sowie zum Wärme- und Impulsaustausch zwischen den Phasen. Die Validierung des CFD-Codes in komplexen Geometrien erfolgte anhand von 3D Gasgehalts- und Geschwindigkeitsfeldern, die bei Umströmung eines asymmetrischen Hindernisses auftreten, das in der Teststrecke DN200 eingebaut war. Im Hinblick auf Strömungen mit freier Oberfläche untersuchte das FZD in zwei horizontalen Acrylglas-Kanälen geschichtete Zweiphasenströmungen im Gleich- bzw. Gegenstrom sowie Schwallströmungen. Bei den Nachrechnungen dieser Versuche gelang die Simulation der Schwallentstehung. Entsprechend des Projektziels wurden die experimentellen Ergebnisse zur Modellentwicklung genutzt. Bei vertikalen Strömungen stand die Wirkung der lateralen Blasenkräfte (z.B. Liftkraft) im Vordergrund. Zum Test unterschiedlicher Modellansätze wurde hierzu ein Mehrblasenklassen-Testsolver entwickelt und genutzt. Darauf aufbauend wurde ein neues Konzept für ein Mehrblasenklassenmodell, das Inhomogene MUSIG Modell erarbeitet und in den kommerziellen CFD Code CFX (ANSYS) implementiert. Bei Validierungsrechnungen zeigte sich, dass vor allem die Blasenkoaleszenz- und -zerfallsmodelle weiter optimiert werden müssen. Untersuchungen zu Einzeleffekten, wie z.B. die Abschätzung von Turbulenzkoeffizienten und die Analyse der Trajektoren von Einzelblasen in unmittelbarer Wandnähe, lieferten weitere wichtige Ergebnisse des Projekts.

[ES] El resalto hidráulico constituye uno de los fenómenos más complejos con aplicación en el campo de la ingeniería hidráulica. Por un lado, las propias características del resalto, entre las que se encuentran las grandes fluctuaciones turbulentas, la intensa entrada de aire y una disipación de energía muy significativa, contribuyen a su complejidad situando el conocimiento actual del fenómeno lejos de una comprensión total del mismo. Por otro lado, es precisamente la naturaleza disipadora de energía del resalto la que da lugar a su principal aplicación práctica. Así pues, la investigación que aquí se presenta trata de contribuir al conocimiento general del resalto hidráulico y su aplicación para disipar energía en cuencos amortiguadores de grandes presas. Para ello, se abordaron las bases del fenómeno mediante la caracterización de un resalto hidráulico clásico (RHC). La investigación se llevó a cabo bajo una doble perspectiva de modelación numérica y física. Se emplearon técnicas de Dinámica de Fluidos Computacional (DFC) para la realización de simulaciones de este resalto hidráulico, a la vez que se llevó a cabo una campaña experimental en un modelo físico específicamente diseñado para tratar el caso. De este modo, se abordaron los aspectos más relevantes del resalto hidráulico, incluyendo el ratio de calados conjugados, la eficiencia del resalto, la longitud de la zona de recirculación, el perfil de la lámina libre, las distribuciones de velocidad y presión, la longitud del resalto y el análisis de frecuencias. Los resultados de los modelos físico y numérico fueron comparados, no solo entre ellos, sino también con información de otros autores procedente de una extensa revisión bibliográfica. Ambos modelos mostraron su capacidad para representar con precisión el fenómeno estudiado. En base a este análisis se observa que la metodología empleada resulta adecuada para la investigación del fenómeno a estudiar. Una vez llevada a cabo la caracterización del RHC, se procedió a analizar un cuenco amortiguador para disipación de energía. En particular, se estudió un caso general y representativo de cuenco amortiguador tipificado USBR II, a partir de la doble perspectiva de modelación física y numérica. Asimismo, los resultados se compararon con datos y expresiones bibliográficas. Esta comparación pretendía evaluar los rasgos particulares del resalto hidráulico en cuencos amortiguadores de grandes presas, así como la influencia de los elementos disipadores de energía en el flujo. Todos los resultados mostraron estar en la línea de las investigaciones de otros autores, más allá de ciertas diferencias relativamente pequeñas. En consecuencia, la metodología desarrollada muestra su utilidad para abordar el estudio del flujo en cuencos amortiguadores. En concreto, los resultados presentados contribuyen a expandir el conocimiento sobre el RHC y el flujo en un cuenco amortiguador tipificado USBR II. Así pues, los resultados pueden emplearse para mejorar el diseño de estructuras de disipación de energía en grandes presas. Durante los últimos años, la adaptación de cuencos amortiguadores a caudales superiores a los empleados para su diseño ha ganado gran relevancia. Esta adaptación resulta clave por los efectos del cambio climáticos y las crecientes exigencias de la sociedad en materia de seguridad y protección frente a avenidas. De este modo, toda contribución a la modelación de resaltos hidráulicos, como la que aquí se presenta, resulta crucial para afrontar el reto de la adaptación de las estructuras hidráulicas para disipación de energía. / [EN] The hydraulic jump constitutes one of the most complex phenomena with application in hydraulic engineering. On the one hand, a series of features bound to the hydraulic jump nature, such as the large turbulent fluctuations, the intense air entrainment and the significant energy dissipation, contribute to build its complexity, which places the current knowledge far from a full understanding of the phenomenon. On the other hand, it is precisely this energy dissipating nature that justifies its use in large-dam stilling basins, which constitutes its main practical application. Hence, the research here presented aimed to contribute to the general knowledge of the hydraulic jump phenomenon and its application for energy dissipation purposes in large-dam stilling basins. To this end, the bases of the phenomenon were addressed by characterising a classical hydraulic jump (CHJ). The research was conducted under a double numerical and physical modelling approach. Computational Fluid Dynamics (CFD) techniques were employed to simulate the hydraulic jump, whereas an experimental campaign in a physical model designed for the purpose was carried out too. The most relevant hydraulic jump characteristics were investigated, including sequent depths ratio, hydraulic jump efficiency, roller length, free surface profile, distributions of velocity and pressure, hydraulic jump length and fluctuating variables. The results from the physical and the numerical models were compared not only between them, but also with bibliographic information coming from an extensive literature review. It was found that both modelling approaches were able to accurately represent the phenomenon under study. Once the characterisation of the CHJ was carried out, the analysis of an energy dissipation stilling basin was developed. In particular, a general and representative case study consisting in a typified USBR II stilling basin was analysed through a physical and numerical modelling approach. In addition, the modelled results were compared with data and expressions coming from a bibliographic review. This comparison was intended to assess the particular characteristics of the hydraulic jump in a large-dam stilling basin, as well as the affection of the energy dissipation devices to the flow. The results revealed not only similarities to the CHJ, but also the influence of the energy dissipation devices existing in the stilling basin, all in good agreement with bibliographic information, despite some slight differences. Consequently, the presented modelling approach showed to be a useful tool to address free surface flows occurring in stilling basins. In particular, the results reported contribute to the enhancement of the knowledge concerning the CHJ and the flow in a typified USBR II stilling basin. These results can be used to improve the design of large-dam energy dissipation structures. This is a key issue in hydraulic engineering, especially in the recent years. Thus, there is an increasing urgency for the adaptation of existing stilling basins, which must cope with higher discharges than those considered in their original design. The adaptation of these structures becomes even more important due to climate change effects and increasing society demands regarding security and flood protection. In these terms, contributions to hydraulic jump modelling, as the ones presented in this research, are crucial to face the challenge of energy dissipation structures adaptation. / [CA] El ressalt hidràulic constitueix un dels fenòmens de major complexitat amb aplicació en el camp de l'enginyeria hidràulica. D'una banda, les característiques del propi ressalt, com poden ser les grans fluctuacions turbulentes, la intensa entrada d'aire i una dissipació d'energia molt significativa, contribueixen a la seua complexitat, de manera que el coneixement actual del ressalt està lluny d'una comprensió total del mateix. D'altra banda, és precisament la gran dissipació d'energia associada al ressalt la que motiva la seua principal aplicació pràctica. La investigació que ací es presenta tracta de contribuir al coneixement general del ressalt hidràulic i la seua aplicació per dissipar energia al vas esmorteïdor de grans preses. En primer lloc, s'abordaren les bases del fenomen mitjançant la caracterització d'un ressalt hidràulic clàssic (RHC). La investigació es va dur a terme sota una doble perspectiva de modelització física i numèrica. El ressalt hidràulic es va simular emprant tècniques de Dinàmica de Fluids Computacional (DFC), mentre paral·lelament es desenvolupava una campanya experimental amb un model físic específicament dissenyat per tractar aquest cas. D'aquesta manera, es van abordar els aspectes més rellevants del ressalt, incloent el ràtio de calats conjugats, l'eficiència, la llargària de la regió de recirculació, el perfil de la superfície lliure, les distribucions de velocitat i pressió, la llargària del ressalt i l'anàlisi de freqüències. Els resultats dels models físic i numèric es compararen, no solament entre ells, sinó també amb informació procedent d'una extensa revisió bibliogràfica. Ambdós models van mostrar la seua capacitat per reproduir amb precisió el fenomen estudiat. Prenent aquest anàlisi, s'observa que la metodologia desenvolupada resulta apropiada per investigar fenòmens com el ressalt hidràulic. Caracteritzat el RHC, s'analitzà un vas esmorteïdor amb funció dissipadora d'energia. Concretament, s'estudià un cas general i representatiu de vas esmorteïdor tipificat USBR II, partint de la doble perspectiva de modelització física i numèrica. Així mateix, els resultats es van comparar amb dades i expressions bibliogràfiques. Aquesta comparació pretenia avaluar les particularitats del ressalt hidràulic al vas esmorteïdor de grans preses, així com la influència al flux dels elements dissipadors d'energia. D'aquesta manera, els resultats es situaren en la línia d'investigacions d'altes autors, més enllà de les lleugeres diferències reportades. En conseqüència, la metodologia desenvolupada mostra la seua utilitat per abordar l'estudi del flux en estructures de dissipació d'energia. En particular, els resultats contribueixen a expandir el coneixement relatiu al RHC i al flux en un vas esmorteïdor tipificat USBR II. Així, aquests resultats poden ser utilitzats per millorar el disseny de les estructures de dissipació d'energia de grans preses. Durant els últims anys, l'adaptació de vasos esmorteïdors a cabals superiors als considerats en la seua fase de disseny ha guanyat especial rellevància. Aquesta adaptació resulta crucial pels efectes del canvi climàtic i les creixents demandes de la societat en matèria de seguretat i protecció front a inundacions. En definitiva, tota contribució a la modelització de ressalts hidràulics, com la que ací es presenta, és de gran importància per afrontar el repte de l'adaptació d'estructures hidràuliques dissipadores d'energia. / The research here presented was funded by ‘Generalitat Valenciana predoctoral grants (Grant number [2015/7521])’, in collaboration with the European Social Funds and by the research project ‘La aireación del flujo y su implementación en prototipo para la mejora de la disipación de energía de la lámina vertiente por resalto hidráulico en distintos tipos de presas’ (BIA2017-85412-C2-1-R), funded by the Spanish Ministry of Economy in cooperation with European FEDER funds. / Macián Pérez, JF. (2020). Numerical and physical modelling approaches to the study of the hydraulic jump and its application in large-dam stilling basins [Tesis doctoral]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/149565 / TESIS

As part of a continued research project for the Utah Water Research Laboratory and the State of Utah, a study of flow measurement devices is being conducted throughout the state. Initially the project included only measurement devices associated with high-risk dams, but has since been broadened to any measurement structure of interest for water users in the state. The physical dimensions, relative elevations, and flow accuracy were documented for each included device. After visiting sixteen sites, it was found that fourteen of the measuring devices had incorrect geometries. Of these fourteen, thirteen of them were originally Parshall flumes. A large percentage of Parshall flumes with geometry inaccuracies was also found from previous data collected for this project. One reoccurring issue was that the flumes had not been well maintained and had damage to the walls or floor. Some of these Parshall flumes did not have a diverging downstream section and are referred to as Montana flumes. In these cases, a standard Parshall rating curve was used to determine flow where it did not apply. Some of the flumes that were tested operated regularly under submerged conditions, and no adjustments were made for submergence. The objective of this research is to determine if Montana flumes (Parshall flumes without a diverging section) operate similarly to fully constructed Parshall flumes under both free-flow and submerged conditions. Laboratory tests were performed in the Utah Water Research Laboratory to determine corrections for submergence. Flow 3D, a computational fluid dynamics (CFD) software program, was also used to develop corrections for a submerged Montana flume. The laboratory results were compared to the computational fluid dynamics results. By using Flow 3D, a reliable numerical process was developed to determine the flow rate in a submerged Montana flume in an effort to expand the results to other seized flumes.